HomeMy WebLinkAbout2571-3NOTES
` I. VALUES FOR A. B. C. DI, D2, ELEVATION R AND ELEVATION S ARE
SHOWN ON THE PROJECT DRAWINGS. ELEVATION S APPLIES AT INSIDE
-. - WALL OF STRUCTURE.
STREET
r �- TYPE 'L
2. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS' LESS
_ THAN 2'-10 1/2' FOR PAVED STREETS OR 3'-6' FOR UNPAVED STREETS,
CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETAIL 'N•. ROADSIDE INLET-TYPE
PER
PE'I!
STD.
SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION nl
C -C. WHEN DIAMETER DI IS 48' OR LESS, CENTER OF SHAFT MAY BE Z U
LOCATED PER NOTE 3.
3 -H J BARS. 2 If
4 ROUND TO 3- R '•� 4,_0. OPTIONAL' �t MAIN
4'-e• LONG. 3. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF CONSTRUCTION JOINT t
3'OC CONTINUE OPTIONAL FILLET - OUTSIDE LINE RCB NOTES f MIN.� or NN�
ADDITIONAL BARS f D, F EDGE OF
STORM DRAIN WHEN DIAMETER D1 IS 48' OR LESS. IN WHICH CASE
r r
6'OC TO INSIDE r CONCRETE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45' WITH CENTER LINE. R, 1
EDGE OF MANHOLE B •3 OR •4 F BARS I. VALUES FOR A. B AND C SHALL BE SHOWN ON THE PROJECT DRAWINGS. 1 amu
O C? �C s�4 LATERAL / a 18. OC ELEVATION R AND ELEVATION S SHALL BE SHOWN WHEN REQUIRED PER
R r 4. LENGTH OF MANHOLE MAY BE INCREASED AT OPTION TO MEET PIPE ENDS.
5rAr1oN - BUT ANY CHANGE IN LOCATION OF SPUR MUST BE APPROVED BY THE i CONNECTOR PIPE NOTE 8. INIM M
E spun L 4-•4 H BARS ENGINEER. z / r LOPI!
S'x2' PIPE SEAT ANY STANDARD 3'-0' LONG ( / F BARSJt _� 1
T T 2. STATIONS SPECIFIED ON THE PROJECT DRAWINGS APPLY AT THE INTER -
PIPE JOINT ' •, O �' ^ SECTION OF CENTER LINES OF MAIN LINE AND LATERALS. EXCEPT THAT
3-0 BARS. 3•(iC 5. P SHALL BE 5' FOR p2=96' OR LESS AND 8' FOR D2 OVER 96' I - � x CONTINUE -610C DETAIL 'N" w BARS 11 c �� •4 ®18. OC STATIONS FOR CATCH BASIN CONNECTOR PIPES APPLY AT INSIDE WALL
: f (RINGS AND COVER NOT SHOWN) SEE NOTE 3 2� BOTH WAYS OF STRUCTURE.
4-•6 E BARS. P• p,,y SEE NOTE 2 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615. GRADE 40, AND SHALL i �`" TO BEeUSSD - T A.C. PAVEMENT TOP C.41
SEE NOTE 3aQOPePr, TERMINATE 1 1/2' CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE iG' h 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 40. AND ?
•3 OR -4 y m� v ROUND EDGE 60' OR MORE
TOIE
oc •a o� OMIT THIS CONCRETE RINGS SHOWN. TO 3• R I 3 OR •4 SHALL TERMINATE 1 1/2' CLEAR OF CONCRETE SURFACES UNLESS 00
STEP IN PER STD. STREET GRADE STATION POINT. I ® I8. OC SECTION G -G
TIE BARS ~ �` R I D OTHERWISE SHOWN.
A 5 B BARS OF SPUR : -PAVED PLAN 324 J 5• x 1• 7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. SEE NOTE 2
WITH A MAX. STREETS 5 z wm RING SEAT I 7 CUT 2'x E' SLOTS
Nt I _ �.tM of 3'-6' 8. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION Z} ( D. W BARS ARE OF SIZE AND SPACING SPECIFIED FOR WALL STEEL ON gE --- --- EQUALLY SPACED
ATION PT. _ _ H BAR �
, _ - PROJECT DRAWINGS, AND SHALL BE CUT IN CENTER OF OPENING AND
ATI EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY / 1Gt
16'•FFOR PAVED - H BAR BENT INTO TOP AND BOTTOM OF JUNCTION STRUCTURE. s SEE LOivER IFFr
24•' MAY BE PLACED AT SPRING LINE. 3
4 STREETS. 2'-2' FOR / I b. OMIT H BARS WHEN SOFFIT OF SPUR IS 12. OR LESS BELOW SOFFIT U� I
F D F UNPAVED STREETS .,-s I _ VARIABLE 'CA
PLAN TIE BARS 76 E BARS 9. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A I-�
TIE BARS LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES OF , / ROUND EDGES TO
(SHAFT NOT SHOWN) F F J BARS F SHOWN ON TABLE. SH. 1.- I • APPROXIMATE R
STREET - F BARS r r - i OF ID OF LATERAL
GRADE • ROUND i / WITH A MAXIMUM
i TIE 10. IF LATERALS ENTER ON BOTH SIDES OF MANHOLE. SHAFT SHALL BE of 3'-0
MANHOLE MANHOL9 FRAME BARS _ EDGE5R - LOCATED ON SIDE RECEIVING THE SMALLER LATERAL. I/ " D a E BARS
SHAFT AND COVER PER T' T T j ^' D. E. H a G BARS
PER STD. -
PLAN 324 W STD. PLAN 630 11. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE
SECTION C -C
m SHOWN, STEPS SHALL BE UNIFORMLY SPACED 14' TO IS' OC. THE LOWEST ,
t I D BARS STEP SHALL NOT BE MORE THAN 24' ABOVE THE INVERT.
STEPS ,WTIE BARS ~ �•---'E SHAFT ' CONSTRUCTION JOINT
V) F BARS :SECTION G -GI 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE:
TIE BARS , 5'x2' PIPE SEAT PLAN
DBARS A. THIS STANDARD PLAN IS USED WHEN STANDARD PLAN 320 IS
D BARSTP24
INADEQUATE. MAIN LINE = 36' INSIDE DIAMETER OR LARGER.
5'x2' PIPE ~ ROUND I NEW OR EXISTING RCB. SEE NOTE 6
SEAT A BARS I g• EDGES IIP B. LATERAL = 12' TO 144' INSIDE DIAMETER: HOWEVER. THE INSIDE
ELEV. S F S'I F _ ELEV. R m V 3 R STATION r DIAMETER SHALL NOT EXCEED THE INSIDE DIAMETER OF THE I -W BARS
B BARS ELEVATION MAIN LINE.7/'I0 BARS
ANY STANDARD
Y ~`-i• 13. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630 F BARS PIPE JOINT
TIT -•4018. OC BOTH ELEVATION ON _y-` UNLESS OTHERWISE SHOWN. 2-H BARS 4' CC. r
WAYS. TO BE SEE NOTE 3
•TO BE 4018- OC BOTH WAYS. USED WHEN B LONGITUDINAL SECTION 14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS ROUND
S 60 OREMORE N 02 IS 60'`OR MORE ` OTHERWISE SHOWN. ( EDGES.4
•3 OR
® 18• OC 'n
SECTION
N - [VI -r,
T
,
T
12'
4-
63-
TABLE OF VALUES FOR F
15'
181
4 I/4-
4 1/2-
D2
F II
D2
F
TABLE OF BARS SIZES
36•78'
24'
27•
S 1/4'
5-1 2'
II 3/4'_
D1ORB A B B
D OR F
3g_
T
84
12 1/2•
12'-39' •503•
•406'
42•7
I/V
90'
131/4'
- 42•-84- •603'
_506
45'
3/4•
96'
14•
90'-14-144• •703
•606'
48'
8'
102'
IS v2'
t7•
48•
51'
8 1/2-
108•
15'
8 1/2'
132'
54'
9'
114•
16 1/2•
1 /
57•
57•
9-1 74'
120'
17•
• TABLE OF VALUES FOR M (SEE NO E 2)
60'
9 1/2-
126'
17•
SECTION PAINI4XED STREET
U ED SMRN ET
3/8" SOLT
8.
IF ELEVATION R AND ELEVATION S ARE NOT SHOWN ON THE PROJECT
Max
66'
10104•
138'
17 172'
N -M -P -O 2'-10 I/2'
3'-6'
69'
10 3/4'
144•
18'
C -C u' 8 V2•
16• 15'
72'
[V
DETAIL
TABLE OF VALUES FOR T
8
T
8
T
12'
4-
63-
10•
15'
181
4 I/4-
4 1/2-
66'
69'
IO 1/4'
10 3/4-
21'
51
72'
11-
24'
27•
S 1/4'
5-1 2'
78'
84-
a 3/4•
-12-1-12-
21/2-
30
30'
6'
90•
13 1/4-
33'
6 1/4•
96-
140
36'
61/2'
102'
15 1/2'
39•
7'
108' 1
16'
42'
7 I/2'
1t4•
16 1/2' .
45'
7 3/4•
120'
t7•
48•
e'
126'
17-
SI•
8 1/2'
132'
17 1/2'
54'
91
138'
1 /
57•
9 1/4'
144'
18'
60' 1
9 I/2'
1/2!'x2" STEEL STRAP
ELEV. S. ELEV. R. SEE NOTE 8
15. WHERE A MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER IS SPECIFIED SEE NOTE 8 E BARS
REFER TO STANDAR'b PLAN 326. 2-G BARS 4• OC. -
SEE NOTE 3 �^
16. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS UNDISTURBED EARTH
SPECIFIED REFER TO STANDARD PLAN 328. .Q
BACKFILL WITH 420-C-2000 MIX
17. WHERE A PRESSURE MANHOLE SHAFT - 36 -INCH WITHOUT IS SPECIFIED CONCRETE. OR COMPACT SOIL TO
REFER TO STANDARD PLAN 329. RELATIVE DENSITY REOUIRED BY
SPECIFICATIONS. BACKFILL MAY BE
OMITTED IF STRUCTURE IS LAID ON
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: UNDISTURBED EARTH TO STORMSECTION Z -Z DRAIN WALL
324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER
B T
(INCHES) (INCHES)
N
Q
a
v
X
W
o
40
.
12 5
12'
0
p
15 S
18 5
21 5
24 S 1/4
27 5 1/2
30 6
33 6 I/4
36 6 1/2
39 7
42 7 1/2
••
0
•O
r
45 7 3/4
48 8
51 1 8 1/2
54 9
57 9 1/4
60 9 1/2
63 10
66 10 I/4
69 10 3/4
72 N
78 11 3/4
64 12 1/2
90 13 I/4
n
O
•
96 14
102 15 1/2
108 16
114 16 1/2
120 17
126 17
132 17 I/2
138 17 1/2
144 18
F I T 7'A 0
OF MAIN LINE. AND OMIT G BARS WHEN INVERT OF SPUR IS 12' OR
329 PRESSURE MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER
630 24 -INCH MANHOLE FRAME AND COVER
(,O
12'
4-
18•
LESS ABOVE FLOOR OF MAIN LINE.
5-
Igpp
�k 4
REBAR
TEMPORARY INLET STRUCTURE DETAIL
S
PROMULGATED BY THE APWA-AGC
COOPERATIVE COMMITTEE
MANHOLE PIPE TO PIPE
, LARGE SIDE INLET
t\ INLET DETAIL
PROMULGATED BY THE APwA-AGC
JOINT COOPERATIVE COMMITTEE
JUNCTION STRUCTURE - PIPE TO RCB
4.
JUNCTION STRUCTURE SHALL BE POURED MONOLITHICALLY WITH MAIN
1992
NT9
18'
10'
57•
LINE. MANHOLE OR TRANSITION STRUCTURE.
10•
333-0
21'
II'
66'
21'
11'
72'
WELDED
1992
5.
FLOOR OF STRUCTURE SHALL BE STEEL -TROWELED TO THE SPRING
-
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
TYP.
IO 1/4
138'
LINE.
69'
10 3/4'
144• '
18-
6.
WHEN CONNECTING TO EXISTING RCB. BREAKOUT LIMITS AND DETAILS
SHALL BE SHOWN ON THE PROJECT DRAWINGS.
7.
EMBEDMENT. P. SHALL BE 5' FOR B = 96' OR LESS AND 8' FOR B OVER
1/2!'x2" STEEL STRAP
WITH
96'.
3/8" SOLT
8.
IF ELEVATION R AND ELEVATION S ARE NOT SHOWN ON THE PROJECT
-
DRAWINGS THEN THE INLET OPENING SHALL FALL 6' BELOW THE SOFFIT
•
95CMP RISER
GRATE ASSEMBLY
OF THE MAIN LINE WITH THE INLET PIPE LAID ON A STRAIGHT GRADE
DETAIL
FROM MAIN LINE TO CATCH BASIN OR TO GRADE BREAK IN INLET LINE.
STD. CMP TEE
ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS IF THE
SECTION
INLET OPENING FALLS MORE THAN 6' BELOW THE SOFFIT OF THE MAIN
LINE WITH THE INLET PIPE LAID ON A STRAIGHT GRADE AS STATED
(60"C.M•P.)114 24"C.r11P. 4.210 C-2000 WRAP WITH ONE THICKNESS Or
ABOVE.
WN
CONNECT TO R.C.P. WITH Cz5 /GeE%B
13 POUND FELT PAPER, SHAPE
ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY WHEN
P.C.C. COLLAR PER
OPENING FOR SMOOTH JOWT.
A STUB IS TO BE PROVIDED FOR A FUTURE CONNECTION.
�•-:•-•::• "••:-• '�
• ::�:: DETAIL AT RICHT'
r.
z ?':rf�:.Pi;:•: 7:.�4: li-•: SETTEE' SECTION IN
MIN.
9.
LATERALS OR CONNECTOR PIPES 24' OR LESS IN DIAMETER SHALL BE
MORE THAN 5' ABOVE THE INVERT. LATERALS OR CONNECTOR PIPES
S •' "'' '` "'` •jj]]''• " WET CONCRETE FOOTING •
! '�! ';��'�!' �- •� i?�=`'� : AND TROWEL To DRAIN. cup
ABOVE THE
� "CJ1�P
27' OR LARGER IN DIAMETER SHALL BE NO MORE THAN 18'
ANCHOR BLOCK MIN. 3
RCP OR Wit C.f.,
INVERT. WITH THE EXCEPTION THAT CATCH BASIN CONNECTOR PIPES
SACK / C.Y. CONCRETE
LESS THAN 50' IN LENGTH SHALL NOT BE MORE THAN 5' ABOVE THE
OR METHOD APPROVED BY
INVERT.
CITY ENGINEER
MIN.
10.
THE NEED FOR AN EDGE BEAM AND/OR ADDITIONAL REINFORCEMENT
( ere
Erl
SHALL BE INVESTIGATED BY THE ENGINEER FOR ANY ONE OF THE
CONNECTION AND RISER DETAIL
FOLLOWING CONDITIONS=
D. ANGLE A IS LESS THAN 30'
NTS
CNt10-A,'4/.' COA/NECT/O/V
b. TOP OF INLET PIPE IS LESS THAN 6• BELOW THE SOFFIT
TPP THEE ROF
C. FLOW LINE 0 INLE I E S LESS HAN BOVE L O
326 MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER THE RCB AT THE INSIDE FACE
„ NOTES
•4 ® 12' 520-C-2800 CONCRETE
H NOTES L/2 (TYP.) I• (TYP.) I. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE
F DI - F � OPTIONAL OUTSIDE EXCEEDS 0.10 OF A FOOT PER FOOT.
EDGES TO BE EDGE OF CONCRETE 1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS
ROUNDED - THAN 2'-10 I/2' FOR PAVED STREETS OR 3'-6' FOR UNPAVED STREETS. 2. FOR CURVE JOINTS (SEE DETAIL B. SHEET 1)
D BARS
i::�
TO 3 R CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETAIL 'N'. F IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE
---� F,
SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER - THAT IS GREATER THAN 1', BUT IS LESS THAN 3'. A I
SECTION C -C. WHEN DIAMETER DI IS 48. OR LESS. CENTER OF SHAFT .:�.•: '•::;, ., CONCRETE COVER IS REQUIRED IN ACCORDANCE WITH I
•3 TIE BAR I R P R•10 OF SPUR J
C ,f , f
C MAY BE LOCATED PER NOTE 2. I •, H SUBSECTION 306-1.2.4 OF THE SSPWC. I I
4-•6 E BARS Af I T EAR SPAC
3'-3•LONG. J , 2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF
L J 4-•4 H BARS I
SEE NOTE 2 I STORM DRAIN WHEN DIAMETER DI IS 48' OR LESS. IN WHICH CASE PLACE I
D BARS •3 TIE BAR 4-0 3'-0' LONG E BARS SYMMETRICALLY AROUND SHAFT AT 45' WITH CENTER LINE AND o '
3. OC. • I �-; I OMIT J BARS. f
_ 40
SEE NOTE 9, DETAIL "N" � NEW OR
I EXIST. PIPE
f 3-•4 J BARS 4'-e' 3. L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN
(RINGS AND COVER NOT SHOWN)
LONG 3' OC CONT. ON THE PROJECT DRAWINGS: FLOW O ' NfW
f 02 F AOD'L. BARS 6' OC (SEE NOTE 1) A. 02.96' OR LESS. L=5'-6', P■S'
TO INSIDE EDGE OF B. D2 OVER 960. L"6'-0'. P28'
PLAN MANHOLE. SEE NOTE 2
L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE F OW
(SHAFT NOT SHOWN) - - zl ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED. D BARS
<A
�I PIPE SEAT LEVEL. SHALL BE CONTINUED 6'OC. iF
rl SEE NOTE 8 '
4. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER
MANHOLE FRAMEi 1• LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND
STREET AND COVER PER E BARS
GRADE STD. PLAN 630 I - REFER TO THE PROLONGED INVERT GRADE LINES. •4 ® 12"
3'I R
D
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
329 PRESSURE MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER
630 24 -INCH MANHOLE FRAME AND COVER
12'
12'
4-
18•
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
5-
633 INCH MANHOLE FRAME AND COVER
635 STESTEEL STEP
O 636 POLYPROPYLENE PLASTIC STEP -
12'
40
TEMPORARY INLET STRUCTURE DETAIL
S
PROMULGATED BY THE APWA-AGC
COOPERATIVE COMMITTEE
MANHOLE PIPE TO PIPE
, LARGE SIDE INLET
STANDARD PLAN
322-0
PROMULGATED BY THE APwA-AGC
JOINT COOPERATIVE COMMITTEE
JUNCTION STRUCTURE - PIPE TO RCB
ST��D PLAN
18'
1992
48"
18'
10'
57•
18'
10•
333-0
21'
II'
66'
21'
11'
72'
24•
1992
17'
63'
-
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
„ NOTES
•4 ® 12' 520-C-2800 CONCRETE
H NOTES L/2 (TYP.) I• (TYP.) I. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE
F DI - F � OPTIONAL OUTSIDE EXCEEDS 0.10 OF A FOOT PER FOOT.
EDGES TO BE EDGE OF CONCRETE 1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS
ROUNDED - THAN 2'-10 I/2' FOR PAVED STREETS OR 3'-6' FOR UNPAVED STREETS. 2. FOR CURVE JOINTS (SEE DETAIL B. SHEET 1)
D BARS
i::�
TO 3 R CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETAIL 'N'. F IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE
---� F,
SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER - THAT IS GREATER THAN 1', BUT IS LESS THAN 3'. A I
SECTION C -C. WHEN DIAMETER DI IS 48. OR LESS. CENTER OF SHAFT .:�.•: '•::;, ., CONCRETE COVER IS REQUIRED IN ACCORDANCE WITH I
•3 TIE BAR I R P R•10 OF SPUR J
C ,f , f
C MAY BE LOCATED PER NOTE 2. I •, H SUBSECTION 306-1.2.4 OF THE SSPWC. I I
4-•6 E BARS Af I T EAR SPAC
3'-3•LONG. J , 2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF
L J 4-•4 H BARS I
SEE NOTE 2 I STORM DRAIN WHEN DIAMETER DI IS 48' OR LESS. IN WHICH CASE PLACE I
D BARS •3 TIE BAR 4-0 3'-0' LONG E BARS SYMMETRICALLY AROUND SHAFT AT 45' WITH CENTER LINE AND o '
3. OC. • I �-; I OMIT J BARS. f
_ 40
SEE NOTE 9, DETAIL "N" � NEW OR
I EXIST. PIPE
f 3-•4 J BARS 4'-e' 3. L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN
(RINGS AND COVER NOT SHOWN)
LONG 3' OC CONT. ON THE PROJECT DRAWINGS: FLOW O ' NfW
f 02 F AOD'L. BARS 6' OC (SEE NOTE 1) A. 02.96' OR LESS. L=5'-6', P■S'
TO INSIDE EDGE OF B. D2 OVER 960. L"6'-0'. P28'
PLAN MANHOLE. SEE NOTE 2
L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE F OW
(SHAFT NOT SHOWN) - - zl ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED. D BARS
<A
�I PIPE SEAT LEVEL. SHALL BE CONTINUED 6'OC. iF
rl SEE NOTE 8 '
4. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER
MANHOLE FRAMEi 1• LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND
STREET AND COVER PER E BARS
GRADE STD. PLAN 630 I - REFER TO THE PROLONGED INVERT GRADE LINES. •4 ® 12"
3'I R
D
L
T
12'
12'
4-
18•
12'
5-
24'
12'
6'
30'
18•
7'
36•
18'
9'
42'
18'
9-
48"
18'
10'
57•
18'
10•
60'
21'
II'
66'
21'
11'
72'
24•
12-
I THE EX REME ENDS OF THE PIPE LEAVE A CL E 1 1
THAT IS EQUAL TO OR GREATER THAN 3', BUT LESS THAN I I
6', A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR SPACE
IS 6 INCHES OR GREATER. A TRANSITION STRUCTURE I I
IS REQUIRED. 1 1
3. CONCRETE COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON I I
THE MAIN LINE. i I PIPE
4. CONNECTOR PIPES I
A. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A Brick laid lengthwise
CONCRETE COLLAR, L AND T SHALL BE THOSE OF THE LARGER I
PIPE. D=DI OR D2. WHICHEVER IS GREATER. and mortared LDOuSLERDLO)
B. WHEN D IS EQUAL TO OR LESS THAN D2, JOIN INVERTS AND '
WHEN DI IS GREATER THAN D2. JOIN SOFFITS.
5. FOR PIPE LARGER THAN 72' SPECIAL -COLLAR DETAILS ARE ••
REQUIRED. 2y_ Cement grout :Inlide edge of R.C.P. groove
2a S. REINFORCEMENT SHALL CONFORM TO ASTM A 615. GRADE 40. AND SHALL 3-•4 CIRCULAR TIES, 6. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER. capping of end of pipe SECTION or end of pipe (if broken)
MANHOLE SHAFT j N D B RS I TERMINATE 1 1/2' CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SEE NOTE 9
PER STD. S'x2' PIPE ` m P 112'-4•'2'-4' o SHOWN. 7. REINFORCEMENT SHALL CONFORM TO ASTM A 615. GRADE 40.
PLAN 324 °SEAT I�
E ^ BARS "' 6. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. 8. WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE CIRCULAR 3'0. I N , 6• MIN TIES SHALL BE D+(2X WALL THICKNESS) + T. " "
T. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION
TIE BARS GRADE POINTS. EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY ffTgf 9. REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IZ
STEPS - SEE NOTE 4 BE PLACED AT SPRING LINE. 0 OSyf GREATER THAN 21' AND ON ALL PIPES WHERE THE SPACES # 49, /gM [pt/G -Cement grout Copping
- - _ i 4q BETWEEN THE EXTREME ENDS IS 3' OR LARGER. I p C 1
r._.. •s• _ ni...• ao.n4 d
11c OAR- -
ROUND F F J BARS
EDGES SPRING LINE
SECTION B -B
`
8. THICKNESS OF THE DECK SMALL VARY WHEN NECESSARY IU YNUVIUL A
LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES FOR F
SHOWN ON TABLE SH. I.
90.2 CUT NO. I
LINE
N
O
.�
CIRCULAR TIES PIPE N0. OF
DIAMETER CIRCULAR TIES
21. OR LESS 3
II 3/40
I
GG" /eC� 4" EMBEDMEAJi
TYP. 4 Pc% 5• MO.0 AK 5414KH�tD 4/1
4 C,/8 EW '547 wn v
7•
TO 3'R .
•4®le' OC INLET
80TH WAYS. 1 AELEVATION
TO BE USED APPLIES AT
WHEN Dt IS - THIS POINT
CONCRETER E RINGS STREET GRADE
PLAN 324 5'x r RING SEAT
OMIT THIS H BARS
9. D BARS SHALL BE •4 FOR D2=39' OR LESS. •5 FOR D2=42' TO 84•
INCLUSIVE AND •6 FOR 02.90' OR OVER.
10. CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT
-- - - --- -- o
90' - CUT
NO. 2
_ LINE
-- --
��.•: P
-
"�'�'•� • - ._• �
24' TO 30• 3
33• TO 57- 4
60' TO 72' S
96'
• •_ --
48'
60' OR OVER - STEP IN z SEE TABLE SPRING LINE UNLESS UIHERWISE SHOWN.
PAVEDSECTION A -A STREETS - o VARIABLE 11. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636 UNLESS OTHERWISE WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 3', THE NUMBER
L" E BARS SHOWN, STEPS SHALL BE UNIFORMLY SPACED 14' TO IS' OC. THE LOWEST 6' MIN CUT No. 2 OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN / '
Brick mortar c
H BARS 24' - APPROXIMATE SPACING OF 6' OC. BclosureSTEP SHALL NOT BE MORE THAN 24' ABOVE THE INVERT.
•3 OR •4 3.14 (DD -D) 10. WHERE THE PIPE IS 21' OR LESS IN DIAMETER AN INTERIOR FORM
16• FOR PAVED 6' TIE BARS 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE DETAIL "A• (SEE NOTE 10) INTERIOR SURFACE OF UNSEALED SONO -TUBE OR EQUAL SHALL BE USED TO PROVIDE ELEVATION
i STREETS. 2'-2• F F J BARS A. MAIN LINE - 36' INSIDE DIAMETER OR LARGER. EXCEPT IF MAIN LINE OF PIPE A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE LEFT IN
RCP DOWNSTREAM OR MANHOLE IS 36' TO 42' INSIDE DIAMETER AND SONO -TUBE. OR EOUAL. INTERIOR FORM PLACE (SEE DETAIL A). WHEN THE PIPE IS 24' OR LARGER A
TABLE OF VALUES FOR F
D
F
D2 I
F
36' 6 112'
78' 1
II 3/40
39' '
7•
84• 1
12 1/2'
42' .
7 1/2'
90' 13 I/4•
45'1
7 3/4'
96'
14•
48'
8'
102'
15 Ill'
51-
8 1/2•
108'
16'
54•
9'
114• 1 16 1/2•
57'
9 I/4'
120. 117•
SAN BERNARDINO COUNTY
I. Closure for D not larger
60' 1 9 I/2'
1126'
1
17'
63'
10'
132' 17 I/2'
66• 1
IO 1/4
138'
17 I/2'
69'
10 3/4'
144• '
18-
72*
N
FOR UNPAVED ROUND
STREETS MAIN LINE RCP UPSTREAM IS 33. OR LESS STANDARD PLAN 321 SHALL
REMOVABLE INTERIOR FORM SHALL BE USED OR THE INTERIOR
JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND NEATLY
MANHOLE PIPE TO PIPE
M M
PIPE CLOSURE -TYPE
J°'""°°"�R"„� `°""'TTS
EDGES
TO 3•R BE USED.
CUT NO. It SAW THE TUBE AT AN ANGLE OF A/2 WITH THE TRANS-• • POINTED.
DETAIL B
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR
VERSE PLANE. REVERSE ONE SECTION AND TAPE BOTH SECTIONS
(Brick and Mortar)
EOUAL TO 1/2 THE INSIDE DIAMETER OF THE MAIN LINE. IF THE
TOGETHER FORMING THE DEFLECTION ANGLE A. TYPICAL JOINT FOR
• UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE ARE NOT
CUT NO. 2' SAW THE TUBE LONGITUDINALLY REMOVING A STRIP
3.14 (00-D 1 INCHES WIDE ON THE SIDE OPPOSITE THE OPEN REINFORCED CONCRETE PIPE
SECTION C -C THE SAME. THE GOVERNING INSIDE DIAMETER OF THE MAIN LINE
JOINT. BEND THE ENDS OF THE CUT TOGETHER AND INSERT ON HORIZONTAL
N T
•
SHALL BE CONSIDERED TO BE THAT WHERE THE EXTENDED CENTER
THE TUBE IN THE PIPE. CURVE
SAN BERNARDINO COUNTY
I. Closure for D not larger
• LINE OF THE LATERAL ENTERS THE MANHOLE.
FLOOD CONTROL DISTRICT
TABLE OF* VALUES FOR M (SEE NOTE II C. IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL TO
y th
36• unless approved a specified by the
36" l
,
PAVED STREET UNPAVED STREET THE MANHOLE BE GREATER THAN 30'
REVHlION! OM*. By oATE
SECTION---�-- - O
MAX. I MIN. MAX. MIN.
A -A 2'-10 1/2' 3'-6' / � 13. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 634
C -C II 8 1/2' 16' 15' UNLESS OTHERWISE SHOWN.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY APWA-AGC
MANHOLE PIPE TO PIPE
STANDARD PLAN
320-0
J°'""°°"�R"„� `°""'TTS
MAIN LINE ID=36" OR LARGER
USE WITH STANDARD SffCATKINS FOR PUBLIC WORKS CONSTRUCTION
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS
OTHERWISE SHOWN.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BYTHE APWA-AGC
JOINT cooPERArnE coMMrrrEE
199:
CONCRETE COLLAR FOR RCP
12 INCHES THROUGH 72 INCHES
STANDARD PLAN
380-1
• 1l�1
• I-
USE WITH STANDARD SffCATKINS FOR PUBLIC WORKS CONSTRUCTION
O Engineer.
9 2.See specifications for additional information. C. L. 5-9-63
FILE 00.
S.P. 176A
15. WHERE A MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER IS SPECIFIED
REFER TO STANDARD PLAN 326.
16. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS B�ICL SBD MORi�e PLUG SiD • S.P. 176 C l�'�IOD/FEED
• SPECIFIED REFER TO STANDARD PLAN 328.
TEMP. B.M.
17. WHERE A PRESSURE MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 329. FOUND CHIS. "�" ON TOP OF
y RECORD DRAWING CURB @BCR @ R. BASE- '
` LINE &REDWOOD EEE ELEV. 1320.93
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: - (Per Pfeiler &ASSOC. -
I 5183 THESE RECORD DRAWINGS HAVE BEEN PREPARED, INBench run dated 7/16/93)
324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER PART, ON THE BASIS OF INFORMATION COMPILED AND
,K 326 MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER * # FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
328 PRESSURE MANHOLE SHAFT -WITH ECCENTRIC RESPONSIBLE FOR ANYERRORS OgOMISSIONS WHICH BENCH MARK: # 361 BASIS OF BEARINGS:
• Y 329 PRESSURE MANHOLE SHAFT 36 -INCH WITHOUT REDUCER `�� HAVE BEENIN� CITY O F O N T A N A CALIFORNIA
4 630 24 -INCH MANHOLE FRAME AND COVER ��THE$A'3
633 36 -INCH MANHOLE FRAME AND COVER ARESULTTHEREOF. SPIKE IN NORTH FACE OF THE C.L. OF CHERRY AVE. BEING �
635 STEEL STEP 1 '� PP #1536697E. @ S.W. N 00.08'09' E PER P.M. 1959,
COR. OF BASELINE AVE.
636 POLYPROPYLENE PLASTIC STEP
6 SULTANA AVE. P.M.B. 28 18 WAS USED AS THE
PLANS PREPARED FOR BASIS OF BEARINGS FOR THIS PLAN
MA141401.a COVCX W17-14 /•I<LHAMB%CA /tDUN,D/CY ELEVATION: 1365.01 DRAWN BY: SCALE:
i 1 CD • COVr--gAj HF-AIr TYPE `A" 1vz c -r 0,17'147--E Pz Arff A"• PREPARED IN THE OFFICE OF 4- F.
- A- /ZoG MX- rR,al!✓F/c ;OR- APP,eovea equ,��' LEWIS HOMES OF CALIFORNIA MADOLE AND ASSOCIATES, INC. QPOFESSIp-CONSTRUCTION
�o LT O/y !F DESIGNED: AS SHOWN
ATTN : Ms. MIMI RAYL OF THE INLAND EMPIRE yQ `"I y�r E•F DETAILS
P)WV1De A LD 4kJAJO Orz-VIce Mx rNe I'JL&r g�q�• As 1156 N.. MOUNTAIN AVENUE Lasa i CHURCH STREET STE . 107 R,
SHOWA�/ /A/ APWA 8rD- P[A,C/ 3/2 -D DOG/ BHT. ! o� 3 at
P.O, 901( 6]0 -LR RANCHO CUCAMONGA, CA 91730 No. 14814+ CHECKED: TRACT NO. 15709 DATE:
CA 91786 PHONE (909) 948-1311 Exp: 3-31-01
UPLAND, JOB NO. DWG. NO. SHEET NO.
Y PHONE: (909) 985-0971 /i s
/4 a _ r�, CIVIL- ��� 2� 2571 30F
' �iEVISItJNS APPROVAL DATE APPROVAL DATE M A 141�� FOF CALIF�Q 7126-1 ISO APPROVED-�'�'�" 3��
. M DOLE R.C.E.14814 DATE I p/4'f CITY ENGINEER R.C.E. 25126
*141
*P* CITY OF FONTANA BLANK BASE - 23[0. 2551 PF: 1050 15 19 -Aug -97 09:08 AM / 126-1050-1
p;Va. GATE 2 -2'q-- 2K7GNp
f
• I-